The URL can be used to link to this page

Home My WebLink AboutApplicationGarfield Count¡t Community Development Department 1Og 8th Sueet, Suite 401 Glenwood Springs, CO 8X601 19701 94s-8212 ryJinñr.ggrñêld-courlB/.com BUILDING PERMIT APPLICATION DemolitionCommercial/M ulti-Family Manufactured Home (Sinele or Multi-Level) Residential (SF, Duplex or Townhome)DUplex Accessorv Dwelling Unit {ADU}- MAXIMUM S¡ZE Ot 1,000 SqUARE FEET .;,,'.iiJ " I, 1 r:¡¡;;1¡i:jj¡;1:tr ¡[r)f I 70 Elk Tra,gk LLC 109 Fox Prowl Carbondale, CO 81623 Phone:r970 13798921 Email Address:piper@palom inodevelopment.com Property Owner: Maillng Address: Tate Civil Construction -Tate Fairbanks phone; PO Box 2251 Glenwood Springs, CO 81602 Contractor: Malllng Address: Email Address:tate@tatecivil.com ¡970 ¡3095227 PO Box 1031 Glenwood Springs, CO 81602 Phone 1970 r 6186690Architect:Brad Jordan Malllng Address; Emall Address:bradjordanarch itect@gmail,com MalllngAddress: Emall Address¡ ìPhone:¿N/AEngineer: Malllng Address: Emall Addressl - N/A New DuDescrlbe Work: 70 Elk Track 239320404423 Phone: t Residence Sub.Aspen Glen Filing 1 23', Assesso/s Parcel Number; Job Address: 631,700.60 Helght: Owne/s Valuation of Work: Sq. Ft. of Building:961 0 SF Manufactured Home lnstaller: rot 23 stock D Property Slze (Sq. Ft. or Acres): '625 r of Floors¡3- {Remodel/AlteratlonClass of Work:New IGarage:Attached Detached PROJECT DETAII.S CONTINUED Septic: Type of Heat:Natural Gas Drlvoway Pórm¡t: Communíty Electric OtherPropâne Exempt Permit f: NOTICE Authorltv. This application for a Building Permit must be signed by the Owner of the propert¡ describecl ahove, or an authorized agent, lf the signature below is not that of the Owner, a separate letter of authoríty, signed by the Owner, must be provided with this Appl¡cation. Leaal AccËss. A Building Permit cannot be issued w¡thout proof of legal and adequate access to the property for purposes of inspections by the Building Division, Other Permlts. Multiple separate permits may be required; (1) State Electrical Permit, (2) County OWTS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permlt. Void Pernlb A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a períod of 180 days afiter commencement. CERTITICATION I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Division accepts the Application, along with the plans and specífications and other data submitted by me or on my behalf (submlttals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Division. ln consideration of the issuance of the Building Permit, I agree thãt I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, OWTS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notíce from the County, if the location, construction or use of the structure(s) and faciiity(ies), described above, are not in compliance with Couniy Regulation(s) or any other applicable law. I hereby grant permission to the Building Divisíon to enter the property, described above, to inspect the work, I further acknowledge that the issuance of the Building Permit does not prevent the Building Official from; (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2l,stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation{s) or any other applicable law, Review of th¡s Appl¡cation, including submittals, and inspections of the work by the Building Division do not const¡tute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my archatect d eslg¡err,e¡ gj neer a 1d1-or builder I hereby acknowledge that I have rcad and understðnd the Not¡c€ and Certlflcation above, as wcll t3, hâvc the required lnformatlon whlch ls correct and accurate to the best of my knowledge. 01t21t2021 Property Owner Print and Slgn Date OFFICIAT USE ONTY Special Conditions: Pn a,,nr/tk-T 'i:f1:fîffi w,l,H"",95 Manu. Homc Fee:Mlsc. Fees:t?-70.3 ùÒAdiusted Valuatlon: z'4t AbA ffi"ubqt OWTSNo: Lû',î^rA.2g5l 1-r Total Fees¡fees Pald: f r4gz.lß Balance Due:E,q.fl $\rvne: -ì o,et \ + l(\ Zoning: PI^D Setþecksi lh. n- occ Group:T'rfc I t\ BUITDING / PTANNING DIVISION :b*zs¡ul Date c4 ft Gørfield CountY BUILDING DEPARTMENT 7Og E¡ghth Strcet, Suite 407, Glenwood Spr¡ngs, CO 87607 Tel: (970) 94s-8272 P N REVIE WCH ECKL IST Permit No:buìf. - b615 loa qQ Building lssues Planning/Zoning lssues Engineered Foundation ^/ l. Driveway Permit - /surveYed Site Plan ^lrA, sePtic Permit and setbacks de/ Topogra phy 30% Attach Residential Plan Review List Subdivision Plat Notes --¿radel ropog raphy 40% Property Line Setbacks 30 ft. Stream Setbacks Flood Plain (.Building Height ning Sign-Off Road lmpact Fees Planning lssues ubdívision Plat Summ r),(. /l/,1 il.fl Fire Depa Valuation Line Plans/ StamPs/ Sticker n Application Parcel/Schedule No 40# Snowload Letter - Manu' Homes Soils Report rtment Review { 64 OO Noþtt*rg7Determinat¡on/ hees DeS'æ, 0'/¿'" hlL tn+**y ß-aø- = Abt 65.C^¡ / gt ,b7o ^ 2agÐo7 /2; 348 Descri l)*,uct rrt: Irl,,l{. A,.r, D úfVt Qnx Dtrt' b^o )g L,5. 2 1{l ',tL G*A ôîo r e.S. ¿ g(" " 4t 7+ 3Z/g /,, 5. @n¡z C,S Llr* b f*>t TrF,Ã- tfio r'Il'4717 o 2 54,5øo 2 b, 840V44o t 7+ È 745t 92 ¡ /oær t8 ã Ðôò 55û?f s.n7",+p -Dwfw 2461 + 744o /-tÒt¡¿q If4(Æ,W?çu INTERNATIONAL RESIDENTIAL CODE CHAPTER 3 BUILDING PLANNING sEcTloN R321.1 IRC lnterpretation No. 41-03 2000 Edition lseued: 06-08-04 R32l.l Two-famity dwellings. Dwelling units in two-family dwellings shall bc scparatcd from each othcr by wall and/or lloor assembliesofnotlessthan l-hourfire-resistivcratingwhcntestedinaccordancewithAsl'ME 119. Fire-resistance-ratedlìoor-ceilittg and wall assemblies shall extend to and be tight against thc cxterior wall, and wall assemblie s shall extend to the underside of the rool sheathing. Exception: A fire resistance rating of l/2 hour shall be permitted in buildings equippcd throughout with an automatic sprinkler system instalted in accordance with NFPA l3' !!!!!!!!l! Q: ls a two-family dwelling with a property line separating the dwelling units required to comply with the separalion provisions in Section R32'l .1? A: ¡lo. The code does not address a property line within an attached two-family dwelling. A dwelling is a building that contains one or two dwe¡ing units. A building line, or property line, is a line established by law, beyond which a building shall not extend. An attachãd Mo-family dwelling with a property line betwêên the two dwelling units is considered two separate buildings, located on two separate lots. Two individual dwellings must comply with the fire separation distance required in Section R302.1. X W W4 ruith 44U( Tt'taluqaq (øtorr¿o caÃ¿ Øuavll'u41) r^ øft f q àuwîn4 aa | Õ¿' &nf"^vt¡t¡t"t t't't Wvtltw ' ïtuo OpfiOnO þf inàiVlÁur4l Ohrnatr+hì¡r inl';tuu'te '@' "'lv'¡'l'ar'7'* ( ) TLïo %.pwæfu. ôw-¡ww r,"4-¿'í .W/LIIç u)¡+h l'' airsyau A eu"i't'v Ol pw+¡ tN,,ll (tip. , ^P;¡al Vaìl tlnlln¡ i¡t{:¿'rr¿:\\ av (*\ A ei"j) two-haç,,v r¡l'¿.8 wa,ûl øc'á'q , ^q Av.?. *t'got,^hon l¡Ur^ ll lredW¡..tvt tuf,itt c'¡u''4 Åv'''tllitt4 ú+ru'r"i'r¡ In ¿ilhp gut.,, "fì1.e. -ri+¡t¡ t'Ou'\tvu,t-li'ri'r 'ta tx çaølnwu'q fuovn f}r,l,/r.lr4v, u{t ftnov"4þt rr¡f qtrtø'l+riuY (.ø"t' ,6tlr7\ r\*''¿ uhuq{ /'Åt"'À t'.trll h¡virpJr-l"af \t,i4tl,t of 7ml7 will wþw uníþ fataÀt} dþ¡( o#v:'l BUILDING PLANNING R301.6 Roof lond. The roof shall be designed for the live It¡ad indicated in Table R301.6 or the snow loacl indicated in Table R301.2(l), whichever is greater. TABLE R301.6 MINIMUM ROOF L¡VE LOADS IN POUNOS.FOFCE PER SOUARE FOOT OF HORIZONTAL PROJECTION For SI: I square foot = 0.0929 m2, I pound par square foot = 0.0479 kPa' 1 inch per foot = 83.3 mm/m. R301.7 Deflectftrn. The allowable deflection of any struc- tural member under the live load listed in Scctiu¡rs R301.5 and R301.6 or wind loads determined by Section R30l'2-l shall not exceed the values in Table R301.7. TABLE R301.7 ALLOWABLE DEFLECTION OF STHUCTURAL MEMBER$'' Note: L = span length, I/ = span height. a. For lhe purpose of the determining dcflection lirnits hersin, the wind load shall be permitted to be taken as 0.? tinres thc com$rnent and cladding (ASD) loads obtained from Table R301.2(2). b For cantilever mcmbers, t shall be taken as twicc the length of the cantilever. c, For aluminum structural members or panels used in roofs or walls of sunroom a<tditions or pâtio covors, not supporting edge of glass or sandwich panels, the lotal load deflection shnll not exceed l/60. For continuous aluminum structural members supporling edge of glass, the lotal load deflection shall not exceeð l/l'15 for each glass lite or U60 for lhe entire tength of thc membçr, whichever is more stringent. For sandwich panels used in roofs or walls of sunroom additions or patio covers, the total load dcflection shall not exceed ¿/120. d, Deflection fot exterior walls with interior gypsum board finish shall be Iimited to an allowablc deflection of H/180. e. Refer to Section R703.8.2. R301.8 Nominal sizes. For the pu¡poses of this code, dimen- sions of lumber specified shall be deemed to tre nominal dimensions unless specifically designated as actual dimen- sions. SECTION R302 FIRE.RESISTANT CONSTRUCTION R302.1 Exterior wall¡. Construction, projections' ôpcnlngs and penetrations of. exrerloî walls of dwellÍ4s and accessory buitåings shall comply witb Table R302.1(l); or dwellìngs equipped throughout with an øutonøtic sprinkler system initalie¿ in accordance with Section P2904 shall comply with Table R302.1(2). Exceptions: 1. Walls, projections, opcnings or penotrations in walls perpendicular to the line used to determine the fire seqarhtion distance. 2. Walls of dwettings arið accessory structures located on the same rot. 3. Detached tool sheds and storage sheds, playhouses and similar structures exempted from permits are not required to provide wall protection based on location on the lol. Projections beyond the exterior wall shall not extend over the lot line. 4. Detached garages accessory to a dwelling located within 2 feet (610 mm) of a lot line are permitted to have roof eave projections not exceeding 4 inches (102 mm). 5. Foundation vents installed in compliance with this code are permitted. Ri302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2,Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical installations shall'be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for elec- trical outlet boxes shall be in accordance with Section R302.4. 1. Where a fre sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a l-hour fire-resistance-rated wall asscmbly tested in accordance with ASTM E I 19 or vL263. 2, Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall he not less than a 2-hour fire-rçsistance-rated wall assembly tested in accordance with ASTM E 119 orUL263. ROOF SLOPE TRIEUTARY LOAOED ABEA IN SOUARÊ FEET FOR ANY STRUCTURAL l,tÊllBËR 0to 20o 2Ol to 800 Ovrr 600 Flat or rise less than 4 inches Per foot (1:3)20 16 t2 Rise 4 inches per foot ( I :3) to less than 12 inches per foot (l: l)l6 l4 12 Rise 12 inches per foot (1:l) and greater L2 t2 12 STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3: 12 with finished ceiling not attached to rafters Ln80 Interior walls and partitions ¡//180 Floors u360 Ceilings with brittle finishes (including plaster and stucco) Lt360 Ceilings with flexible finishes (including gypsum board) u240 All other structural members u240 gxterior walls*wind loadsn with plaster or s¡¡cco finish H1360 Exterior walls-wlnd loadsn with other britllc finishes H/240 Exterior walls-wind loadso with flexible finishes Hll20' tinteti iripporting masonry veneer walls"u600 50 2Of 5 INTEFNATIONAL RESIDENTIAL CODEO BUILDING PLANNING TABLE F302.1(1) EXIERIOR WALLS For SI: I foot = 304.8 mm, N/A = Noe Applicable. a. Roof eave fire-resistånce rating shall be permitted to be reducerl to 0 hours on the underside of the eave if fireblocking is provided from the wall top plâtc 10 the underside of the roof sheathing. b. Roof cave fire-resistance rating shâll be permitted to be reduced to 0 hours on the underside of the eave provided that gable vent openings are not installed. ExrERroRwALLs-JôEti,fi ått''tl,f'?*FTREspRTNKLEFs For SI: I foot = 304.8 mm. N/A = Not Applicable a. For residenlial subrlivisir¡ns where all dwellings ue equipped throughout with an aulomatic sprinkler system installed in accord¿nce with Section P2904' the fire separation distance for nonrated exterior walls and rated projections shall be permitted to be rcduced to 0 feet, and unlimited unprotected openings and ienetrations shall tre permitted, where the a-djoining /or provides an opcn setback y¿rd that is 6 feet or more in width on the opposite side of the property line. b. The roof eave fire-resistance rating shall be permitted to be ¡educed to 0 hours on the underside of the eave if fireblocking is providcd from the wall top plate to the underside of the roof sheathing. c. The roof eave fi¡e-¡esistance rating shall be permittcd to be reduced to 0 hours on the undersidc of the eave provided that gable vent openings ate not instâlled. I R302.2.1 Continulty. The fire-resistânce-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, deck or slab. The ñre-resistance rating shall extend the full length of the wall or assembly, including wall extensions thLrough and separating attached enclosed accessory structures' R.302,2.2 Parapets for ûownhouses. Parapets constructed in accordance with Section R3A2.2.3 shall be constn¡cted for townhouseJ as an extension of exterior walls or com- mon walls in accordance with the following: 1. Where roof surfaces adjacent to the wall or walls are at the same elevation, the parapet shall extend not less than 30 inches (762 mm) above the roof surfaces. 2. Where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is not moro than 30 inches (762 mm) above the lower roof, the parapet shall extend not less than 30 inches (762 mm) above the lower roof surface. Exception: A parapet is not required in the preced- ing fwo cases where the roof covering complies with a minimum Class C rating as tested in accor- dance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materi- als or øpprov¿d fire-retardant-teated wood for a distance of 4 feet (1219 mm) on each side of the wall or walls, or one layor of s/r-inch (15.9 mm) Type X gypsum board is installed directly beneath EXTERIOR WALL ELEMENÍ MINIMUM FIRE.RESISTANCE FATING MINIMUM FIBE SEPARATION DISTANCE 'lValls Fi¡e-resistance rated I hour-tesæd in accordance with ASTM E 119 orE2'63 with exposure from both sides < 5 feet Not fi re-resistance rated 0 hours ) 5 feet hojections Not allowed N/A <2feet Fire-resistance rated I hour on the underside" b à2feetto<5feet Not fire-resistsnce rated 0 hours > 5 feet Openings in walls Not allowed N/A < 3 feet 25Vo maxtmtm of wall area 0 hours 3 feet Unlimited 0 hours 5 feet Penetrations All Comply with Section R302.4 < 3 feet None required 3 feet EXTERIOR WALL ELEMENT MINIMUM FIRE.RESISTANCE RATING MINIMUM FIRE SEPARATION DISTANCE Walls Fire-resistance rated I hour-tested in accordance with ASTM E I 19 or UL 263 with exposure from the outside 0 feet Not fue-resistance rated O hours 3 feef Projections Not allowed N/A <2 feet Fi¡e-resistance rated t hour on the undersideb'"2 feetq Not fire-resi stance rated 0 hours 3 feet Openings in walls Not allowed N/A < 3 feet Unlimited 0 hours 3 feet" Penetrations All Comply with Section R302,4 < 3 feet None required 3 feetu 2015 INTERNATIONAL RESIDENTIAL CODEO 51